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HomeMy WebLinkAbout14-15794 _ � CITY OF ZE HYRHILLS � , 5335-8TH STREEf __ - - (sis)�s -oozo 157 4 PLUMBIN PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit#:15794 Issued: 12/01/2014 Address: 5029 16TH ST Permit Type: PLUMBING ZEPHYRHILLS, FL. Class of Work: PLUMBING RENOVATIONS Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 8,995.00 Total Fees: 120.00 Subdivision: CITY OF ZEPHYRHILLS Amount Paid: 120.00 Date Paid: 12/01/201 Parcel Number: 11-26-21-0010-21200-04a2 CONTRACTOR INFORMATION OWNER INFORMATION Name: ADVANCE POOL HEATING INC DBA/ Name: PEAVEY, JOHN & SHIRLEY Addr: 3999 W 1 ST STREET Address: 5029 16TH ST SANFORD FL 32771 ZEPHYRHILLS, FL. 33542 Phone: (407)268-9180 Lic: Phone: (813)782-6076 Work Desc: CHANGE WATER HEATER/SOLAR OT WATER HEATER � APPLICAT ON FEES PLUMBING FEE 120.00 - PECTION RE UIRED INS Q 1ST ROUGH PLUMB �y�-- � � � � 2ND ROUGH PLUMB � � SEWER ' WATER .s FINAL � _ `,�I��i '—( S � � 7, � ,.� � � c� {��J REINSPECTION FEES: Reinspection fees will comply w th Florida Statute 553.80 (2)(c)when extra inspection trips are necessary due to any one of the following re sons: a)wrong address b) condemned work resulting from faulty construction c) repairs or corrections no made when inspections called d)work not ready for inspection when called e) permit not posted on jo site fi) plans not a job site g)work not accessible. NOTICE: In addition to the requirements of this permit, ther may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water managemen , state agencies or federal agencies. The payment of inspection fees shall be made before an further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice f commencement may result in your paying twice for improvements to your property. If you intend to ob in financing,consult with your lender or an attorney before recording your n tice of commencement." Complete Plans, Specifications and Fee Must Accompany A plication. All work shall be perFormed in accordance with City Codes and Ordinances. C RACTOR PER OFFI PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - HOUR NOTICE REQUIRED PROTECT CAR FROM WEATHER �asc� siH ! . : . i�i�»�����������»����i�������E��i��i�i�������«����������� . � 2014182773 ltcpt:1642661 Ree: 10,@0 ' I I DS: 0.00 IT: 0,00 - 11/18/14 D. Williarns, Dpty Clerk Permit Numbes , Parcel IDNumber ��p• 21 • �h 7 ('�j..��� PRULR S 0 NEII,Ph.b AASCO Gl.ERK & GOMPTR4Gi.ER � Ga' �'2 CL— 11QR BK �1'14'f'Z PG4�7��� � NOTICE OF CQMMEi� CEMENT . _ . I State of Florida � w� .<- ,r:, � �; , ,..�.. F rt:�FRVE;. Fc:� s?t<:�= °t; "n��r,—ltNr�r�r.Arnr THE UNDEi2SIGNED hereby gives notice that improvements wilt be made o c�rtain real property, and in accordance with Sectiort 793.13 af the _,'� Fiorida Statutes,the following information is provided in lhis NOTICE OF CO MENCEMENT. 1.Description of propetty{tegai descrFpfFartj: i 2� Q � �,.0� �'�'�A` � a.�.� a)Street(job)Address: �j 2. � -�-, � � 2.General description of impravements: ����a�T OF A W 7ER EATER TO A SOLRR HC?T WATER HEATER ' 3.Owner lnfam'tation or essee information if!he Lessee contracted far he improvement: � a)Name and addre5 . b)Name and address f imple ti eholder(if different than Owner list d above c}interest in property: �� . �o�.- �ontractor I�fortnatlon a}Name and address: STATE ENERGY CONSEitVATIfJN 3999 W. 8T STREET SANFt7RD FL 32771 b)Telephane No.: 407-268-918o Fax No.:{optional) 407-378-6255 S.Surety(if applicable,a copy of the payment bond is attachedj a)Name and address: b)Teiephona No.: c)Amount of Bond: S 6.Lender a),Name and address: b)i'elephone Na.: T.Persons within the State af Flarida designated by Owner upon whom otices or other documents may be served as provided by Sec6on 713.13(1)(a)7.,Florida Statutes: a)Name and address: ' b)Telephone No.: Fax Na.:(optional) 3 8.a.in add�tton Eo htmself or herself,Qwner t3esEgnates of to receive a copy af the Lienor's Notice as provided in Seckion 713,13(1 (b),Florida Statutes, " � bjPhone Number of Person or entity designated by Owner: 9.Expiration date of notice of comrnencement(fhe expiration date may n t tie tiefore the completion af construction and final payment to the oontractor,but will be'! ear from the date af recordin unless a different date is s ecifled: ,20 WARNtNG TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFT R TNE EXPiRATtON OP THE N8310E OF CBMMENCEMENT ARE CONSIpERED IMPROPER PAYMEN"fS UNpER CHAPTER 713,PART I, ECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYfNG TWiCE FQFt IMPRQVEMENTS TO YOUR PRQPERTY.A NQTE E OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SiTE BEFORE THE fIRST INSPECTION. iF YOU INTEND 0 OBTAIN FINANCiNG, CONSULT WITH YOUR I,ENDER OR AN ' ATTORNEY BEFpRE COMMENCING WORK OR RECORDING YOUR NO ICE OF C4MMENCEMEAiT. tJndsr penalEy of pe�jury,l dec#are that l have read fhe foregoing natice of co mencement and that the facts�sfated therein are true to the best af my kno ge and ie. ,,,'�'e.1cM �� � ��,/� ,L, � � i '`�"t Y � � (Si�ture of U�ner or Lessee,or ers or Lessee's(Auihorized Of6cer@iredor arfne Manager} (Print ame and Proa e Signatory's Title/Office) The foregoing instrument was acknowledged before me this �h day of �Y�[1(j�Q� ,20 �� �yy 8S {type of autharity,e.g.officer�trustee,attomey in fact} for ���YQ�/ ,a� (Name ot Pe� (type af autharity,...a.@.ofScer,trustee,aitomey Fn fact} � for iname i party on behalf of whom insUument was executed). Persanally Kno� Produced!D Type af ID �Y• �,,.�. tQr15�2.» Nofary Signature ,�����1TA��!� AStiLYNAGKERMAN ' � `� Ge . � ,�� .�� Notary Pubtic•State ol Florida _ . � �,y «o.;My Comm.Expires Mat 12,2018 _ �� ��,���'�� ��fEQiF��••' Commission#FF 100496 �rytlfl{lN _�.. , ..� . �'�'����� ���,��� �TAT� �F F�.Q�IDi�� COlJOVTi V� ["ht��rli r �2'�4„ . THIS IS?G C�RTIFY THAT THE FOREGOING IS A �a Y �, ��� TRUE AND CQRRECT COPY OF THE DOCUMENT � ' � 3 �" . ON FILE OR OF PUBLIC RECORD IN THIS OFFICE �'' ��° • � � .�,`., ,.. WITNESS�Y HAND AND OFFICIAL SEAL THIS k} 7trGo�'�'e'r'""�t " a `'•� y� I� DAY OF NU\rtrM�►1 2 � �i ° PAULA S.O'NEIL, CL OMPTROLLE � ' �k� � ' •� � � ' Y887 � D P Y CLERK ������������� �— :-� � ° _ �.' . • ,�p G - "� �,, �.,,,, _�,�-: City of Z phyrhills BUILDING PLAN VIEW COMMENTS Contractor/Harneowner: � ���� L� � �'� C�NS � RV l��I D dl� � � � Date Received: � � g � � Site: �0 2�l !(�� � 4 � C F l PermitType: CHR�G� Wa�t'� HEA i ER �u �o�.a� KoT �r�TtR Approved wlno comments: Approved wJthe below mments: ❑ Denied wJthe below comments: ❑ � This comrnent sheet shall be kept with the permit and/ar lans. �� l Kalvi S ` Plans Examiner Date Contractor and/or Homeowner (Required when comments are present} i, ;CITY OF / / / / � BUILDINa tEPHYRHILLS � DEPARTMENT OF ADDITION R CORRECTION � • • - • ADDRESS DA E PERMIT,f, ���L ���''� , r �� � THIS JOB HAS NOT BEEN COMPLETED. The following a ditions or corrections shall be made before the job will be accepte . ,�' � � 1 , I� �/' � ,,�f'L�-'�}�lJ ��' i f '�,'' l� - �' 12. �'-�- Q'�a _ �t is unlawFul tor any Carpenter,Contractor,euitder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the woric with flooring,lath,earth 780-0020 FOR RE-INSPECTION or other material,until the proper inspector has had ample time to approve the insfallation. � OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR q' '�—�1�'����J � i � 813-780-0020 Ci of Ze h rhills Per�it A lication Fax$13-780-0021 ty P Y PP Bnitding Dsga snt Date Received phone Contad tor Pertni ngri�t�t"TflyT " —rT" �^ `,� }� p Owner's Name �(Jh� V Owner Phone Number �l+�"�p � I Owner's Address '�L 1 tj�i`t C` � Owner Phone Number p°t(c }()� "�� Pee Slmpie Tftleholder Name �� � Owner Phone Number �-� Fee Slmple Titleholder Address JOB ADDRES$ � {15�� -�`�- ~ t� i ` �/ LOT# � su�onris�aN � � PAftCELlD# � { �'2 --C� Z (OSTAtNED PROM PROPERTY TA7C ttOTIC� WORK PROPOSED e NEW CoNSTR 8 ADDlALT SIGN Q Q DEMOLISH 1NSTAlL REPAtR f PROPOSED USE Q SFR Q COMM OTHER TYPE OF CONSTRUC710N Q BLOCK Q FRAME STEEL Q DESCRIPTION OF WORK ✓^ BUILDlN6 SIZE SQ FOOTAGE� HESCyFIT L� QBUILDING �� VALUATION OF TO Al.CONSTRUCTION QELECTRICAL �S> � AMP SERVICE � PROGRESS ENERGY Q W.R.E.C. L QPLUMBtN� $('p,j'.���j� �(,� C.S�I ��"1 6 QMECHANtCAL $ VAl.UATtON OF M }tANiCRL tNSTALLA710N s� � as� QGAS Q ROOFING Q SPECIALTY OTHER FIFt1St-kED FLOOR EtEVAT]4NS �� FLOOD ZONE REA QYES NO �' BUILDER � � COMPAN SIGNATURE REOISTE Y/ N FEE CIIRREN Y/N � I Address License# ELECTRIClAN � � COMP'p-�y) -1 SIC�NATURE REi3ISTE�D Y 1 N FEE CURREK ,Y I N I .......� Address l��Yf�id�cl License# C- /� 4 � Q.6 PLUMBER COMP Y SIGNATURE ReGISTE o Y! N wt�N Y/N Address �-"L� �� I�S�t �'1.. ��i license# �f_)Z SiGNPiTi7RE �— � R a is�e o �N F�cuwxE� Y 1 N Address License# C � , OTHER � � COMP Y � - i SIGNATURE r�GiSTe o Y/ N F�cuwtEn Y/N Address License# � � , IIIIIIIIIIIIIIIIIIIItllllllllll'llll IIIIIIIIIIIIIIIIIIIIIIIIIIItIII RESIDENTIAt. Attach(2}Plot Ptans;(2j sets af BNtding P1ans;{t)set of En rgy Forms;R-O-W Pertnit for naw consWction, �nimum ten(10}worki�g days after submittal date. Requi onsite,ConsWction Pians,Stortnwater Plans wl Sitt Fence installed, Sanitery Facilities 81 dumpster,Site Work Permit for subdi'sionsAarge proJects COMMERCIpI. Attach(3)complate sets af Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Pertnit far new construction. Minimum ten{1 Q}warfcing days after submitta!date. Requi onsiYe,GonsWclion Ptans,Starmwater Plans w!Sift Fence instatted, Sanitary Faciiities&1 dumpster.Site Work Permit for atl ne projects.AI{commerciai requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required far all NEW consUuction Directlons: Fill out application campletely. Owner&Gnniractor sign back of appHcaBon,notatized [f over�2300,a NoUee of Commencemertt 3s requlred. {AtC upgrade aver 57500) i •' Agent(for qte contractar)or power of Attomey(for the owner)would ba so eone with notarized letter from owner authotizing same OYER THE COUNTER PERMt'[TING (Front of Applicatio»Only) Reroofs if shingtes Sewers Sen+ice Upgrades AlC Fenaes{PI Sunrey/Footage} Driveways-Not over Caunter if on public roadxrays,.neads ROW _- _ � � ` ' NOTICE OF DEED RESTRICTIONS: The undersigned unders nds Ehat this permit may be subject to°deed°restrictions° which may be more resVictive than County regulaGons.'The u dersigned assumes responsibility far compliance with any applicable deed restrictions. UNLICEIVSED CONTRACTORS AND CONTRACTOR RES QNSISiL11'IES: if the owner has hired a contractor or contractors to undertake work,they may be required to be lice sed in accordance with state and local regulations. If the cantractor is nat{icensed as required by taw, bath the owner and contractor may be c+ted for a misdemeanor vialation under state taw. tf the owner or intended contractor are un rfain as to what Iicensing requiremeMs may appty far the intended work,they are advised ta contact the Pasco County uilding Inspection Division--Licensing Section at 727-847- 8008. Furthermore, if the owner has hired a cantractar or ntractors, he is advised to have the contractor(s) sign portions of the"contractor Block°of this appiication far which hey witt be responsibte. tf yau,as the owner sign as the contractar,that may be an indication that he is nat properiy li ensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION tMPACTNT3LR3ES tMPAGT AND RES URCE RECOYERY FEES: The nndersigned understands that Transportation Impact Fees and Recourse Recovery Fee may apply to the construction of new buildings,change of use in exisUng buildings,or expansion of existing buildings,a specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also undersfands,thaf sudt fees,as may be due,wi11 6e idenC�fied at the time of permitting. It is further understoad that Transportatian Impac Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy°or final power release. f the project does not involve a cerkificate af occupancy or final power retease,the faes must be paid priar to permit iss ance. Furthermore,if Pasco Gounty WateriSewer tmpact fees are due,they must be paid prior to permit issuance in acc rciance with appticabte Pasca County ordinances. ' CONSTRUCTION LIEN LAW(Chapter 713,Florida Statute ,as amended): If valuation of work is$2,5q0.00 or more,I certify that !, the applicant, have bean provided with a c y of the "Florida Construction Lien Law--Homeowner's Protectian Guide°prepared by the Fiorida Department of Ag culture and Consumer Affairs, if the applicant is someone other than the"owne�',I certify that I have obtained a copy of he ebove described document and promise in good faith to deiiver it ta the"owne�'prior ta commencement. CONTRACTOR'S/OWNER'S AFFIDAViT: I certify that all th informatiean in this application is aceurate and that all work will be dane in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit ta do work and installatio as indicated. f certify that no work or installation has commenced prior to issusnce of a permit and that aII work i0 be pertormed to mee#standards af atI Isws regulafing construction, County and City cades, zoning regulations, a d land development regulations in the jurisdiction. I also certify that t understarsd ttrat the regulatians of other govem ent agenciss may appfy to the intended work,and that it is my responsibitity to identify what actions 1 must take to he in mpliance. Such agenaes inctude but are not limited to: - Department of Environmental Protection-Cypres Bayheads, Wetland Areas and Environmentally Sensitive Lands,llUaterlWastewater TreaUnent. - Southwest Florida Water Managemetrt Dist ct Wetls, Gypress Bayi�eads, We#land Areas, A{tering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navig b!e Watervvays. - DeparEment of Health & Rehabilitafive Service Environmental Hea[th ilnit-Wells, Was#ewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos a atement. - Federal A�iation Authority-Runways. I understand that the follawing restrictions apply to the use of dl: - Use of fill is nat allowed in Flaod Zone"V"unless xpressly permitted. - If the fill materiat is to be used in Ftood Zon °A°, it is understood that a drainage plan addressing a "compensating volume°will be submit#ed at tim of pertnitting which is prepared by a professionat engineer licensed by the State of Florida. - If fhe fili material is to be used in Ftood Zone " in cannectiorr with a permitted buitding using stem wa41 construction,1 certify that fiIi will be used only to II the area within the stem watt. - If fill material is to be used in any a�rea, I ce ify that use of such fill will not adversely affect adjacent progerties. lf use of fi11 is found to adversely aff ct adjacent properties,the owner may be cited for violating the canditions of the building pertnit issued und r the aftached permit application,for tots less than one(1} acre which are elevated by fill,an engineered dr inage plan is required. If 1 am the AGENT FOR 7HE OWNER,f promise in good fai h to infoRn the owner of the pertnitting condit'sons set forth in this affidavit prior to commencing construction. 1 understan that a separate permif may be required for electrical work, plumbing, signs,wells, pools, air conditioning, gas, or othe installations not specifically included in the application. A permit issued shatt be construed to be a license to proceed ith the work and not as suthority to violate,cancel,alter,or set aside any pravisio�s of the technical cades,nor shall iss ance of a permit prevent the Buitding Oificial fram thereafter requiring a correction of errors in plans,construction or viola ions af any codes. 6very permit issued shall become invalid unless the work authorized by such permit is commenced 'thin six months of permit issuance,or if work authorized by the permi#is suspended or abandoned for a period af siac(6} anfhs after ttse 6me the work is cammenced. An extension may be requested,in writing,fram the Building Official for period not ta exceed ninety(90)days and will demonstrate justifiabte cause for the e�dension. !f work ceases for ninety 0)consecutive days,the job is considered abandoned. WARNIPIG TO OWNER: YOUR FAILURE TO RECORD NQTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPE TY. IF YOU INTEND TO OBTAIN FINANCING,CONSUL7 WITH YOUR�.ENDER OR AN ATTORNEY SEFORE REC RDING Y011R NOTt OF CC}MM CEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CO TRACTOR Subscri68d an bswom ta(or aR'irmed}6etore me th[s �u d b o {ar� e re me thi¢i„ •'t-Y t Who is/are persanally known to me or hasRiave produced Wh is/ personally Imown ta me or has/have produced as idenUficatian, as i enGflration. Notary Pubtic Notary Public Commission No. Ca mi Ion o. NameafNotarytyped,printedorstamped Na e No�t�c�} eprintedotsASHLVNACKERMAN ;'i°� ��c�'z . __ Notary Public-State ot flarida `"-;a,' 8�;My Comm.Expires It+lar 12,2018 '�;�o���o;:° Commission #FF 100496 ,. ^*�;e•�.r��c... . , , ��_l�fi�1�Y���� ��I������J������ v� ��� , � ����B�A ���4� ������' ������ ��v������aoz i 679 Cg..��+Fit..�9{�Rfl��7, G�3��A,b�l-f�R�H?� �2��-5703 { �)�-90t�Q [�����UOQ}9�}� �'�{rl�,"l�°�u�� Q���' �6Q�a�P�1mm�U Atee�rse.p� En�rgy 3'�nala��s, d..�� ��-"b� 9057 i�. Eteis Fia�d, iJeoiY� Jacksanvi!!e,IFlodc�� 3225�d - ti This solar collector wres avafuated by th�e Flos�d8 Solsr�nePgy Center(FSE )In accordartc�vulth pe�scri��eroetP�ods ana9�nr�s Gmure�pa me�t stt� minimurn standae�ds eslaa(ish�tl�I F�fE�. 7Peis edalu�26on vvsa b�sed on saf collee4orles4a p�r4maseaed eq9h��4�y�9�Nl�t�u6��7esling�anac�a in�,.Ntississ�nuga.Oniaeio.Cattat�.l�Ft��urgrose ai 4h�tes4s�s flo uerify 6n33E�peaSorrn�c2t��on�9ittons�red t{ual6f}t o�c��s9vt�c9lotro onty.T�te r�sanitte►g certific�tion is rtol a guaran9�e o4 loou�1+ee��mfo�nern�e or cAae�bBiity, ���ii�d �0� Grmss L�ngth 3.� rn�f� �0.�� Y��t � Gros��Nf�� 9.2�fl m�t� 3,�� 4��t Gro� ��aqz4h O.tf79 r��te 0.� 9��e9 CaPDSS O�YtE31 �.t��7 �t�S9P �PC�f@�S 3�.�� �4�l.lSiP��9�t 7ransp��ent Frot�4a1,��� 3.4�2 sqap�r �eters 3'�.� �c�e��r��eef Volutmetric Cap�ciRy 6.1 Ift�ars 'i.� g�B9mns u�����,t(���y} ��.� ���o�� �s ���.� ��e���s e-Qecammen�ec�V�'tovv�g�¢e , ev uv�L� ia� �g�we Test Prss�w�� 9'4Q� kP�g 9�Q p�bg 6�Gum�P o4�a�ueP POa�B+�� On� Fltnru�a�k��n Pa�raHeP Fd�c�d Cde�ulatlor� itilurctb�r of�irnnr`��B�s 'F�n �'�'i�9�B � E�closua� �(ur�ia��rm�r��, �6ur�nir�ucs��i�ck Glaaing rs����oo�;�o���gs,0.��cm thic AbsorQ7�� G��p�r 4�ab�s v�e�c4ed�o aoppar tins � Absorber Coating Selectiv�coatinr� Insulatlon Foi@ P���s9 poJyis�yanur�te, 3.2 crn Eh' � �'F9E�IN9AL���i R�R�R9G� Tested par ASHRAE 93-1986 Incidec�t Angle Modi9ie� KTa= 1.0-0.19 (�-k� cose Eril�iency Eqa�atlons r�= 72.�} - 5{}9 {Tt-Ta)!I = 72.{i - �� (�i-Ta)ti �= 70.4 - 346 (Ti-T�)/l - 16Q5 [(8'i�l'a)/I� = 70.4 - 69 (Z"i-T�Ud - 60 [Q'P"s-'F�}!{p� Units af{Ti-Ta}!i are °C/1i�a4tlma �lnits oV (Ti-Ta�l!ane °1F B Biu/hroft� �°ff�QB 7he eulfec;to►F�as beert rated far energy oulpuF on m�tsured pe�formane aeed an assumed slaredetc9 day. `foEai sa�iar eeomegy�vaHable fo�1ho standard day ie 5045 Watf houaelsrr3{1800 Bt�efft�}dislttlauted ou r a iQ hovr periad. Output energy ratings 4or thts colte�tar bassed on 9�e aecond-tsrder efflci ncy ccatva�re: �oltector Te�ragsee�a��� �aa�P��e�auQ Low'femperatur�, 35°G(95°F) 44,80Q Kild�joui�s/day 42.000 �4UId�y irtterrraedlate T�arnpera�urs,�0°C{'#22°Fj 3�,3�0 �Lil��ma�fca�t�t�y 3�,�9� �cafd�y HighTernperalure. �i0�'� (2'i2°F'j f2,2QG iCilaJaulesiday �1,�fD0 6ku/day REFER�NCE Q�081N � �F�f�V`V��,`�� `���� �dUILd3�NG��L C�i4�L,'�V��'S� C�TY OF���HYRFIILLS �c�'AU��.���B����, PLf�NS EXA�IfVE� � �` �cr��..A�^��A.:,cc���. �_. �, , I� ������� ���� ����� ������ 4' A 1674 Clearlake Road,�ocoa,F 32922-370�d�21)�3�-9.0�0 �������i ����� w������� � F�EGS117� 5ep-94 R�nras�d Mar-10 DYSY�B�I➢YOR SvS�iNd Solar Hydromics Co�. �_��� �.42�C9vv�rt FOighwo�y Od�ssa,FL 33556 T6ie sys��ers susted beBow was eva9uagec!by tF�e Florida Saaa Enee�y Cent�P�FSE�)ia�a�ca����oc�wi8h 4��Florotla 5tandards P�o�Par�o ff�P S�Bar�otnesgl�1�/aS�r an�Pmol hE� pu�o�Sy�E��s(FSEC-t;P-��-7D�m�i vvas�ota��Yo�eeee@ �V�e av�ie�irm�rv��4andaPds�s�(b9isV��d�y�S�C. ���(�li�� 9�6D /- designates v��soa�$ra�m�reA suff�xes Collector 11Aode! �luai¢s TaB�d Rating 9.,Amer. Energy T��. AE-�0 1 34,400�qu �.Amer. En�rgy Te�. MS�-� i 33,9q0 Biu � 3.Sola�Nydronics Gorp. S6iC� 1 3q�,fi400 8tu 4.Amer. �nergy Tech. AE-2A a 35,20D B4u 5.AmeP.Energy Tech. MSC-2� Z 34,8p0 Btu 6.Solar Hydronics Corp. SFCG21 � 35,200 Btu Tank Model C�pa�iey � D6recY 1.Ame�ica� SE-62/112-�OFO-��� 8t�gaB. � In4. Heat Exch. Puen iVio�Cel Pot�a���Pavn� RaS�d Power 1.Taco 003-�C�4 ,1.751�IATTS 1/4D H.P" 2.Solar Hydt�onics Corp. 00�-BG4 5k.751fNA7TS 1/40 H.P. 3.�iar Hydronirs Curp. Li3-VT�iC��utvi�►jce���i �1.75 iPd�TP'S �j 4�G 1-i.�_ Controller �Aodel 0 DFffeeentcal TempePa4�.are �.Independen��ne CfiN-30/G3�/GL-30LCA �] Absolute Tetv�pera4u�� 2.SolaP Hyrdronics Corp. T�,� SHC-�O-L[A � Thermosiphon 3.5tecca 7R0-301-�.-�-00 (3 Othec 4.IMC SOLR-�ELC-g0 � 5.Resol D�lg�S�l BS/1 F���xe Pr�dtec�ion by:mamuai d�ain,ireeze prou�ciion va��v ,andJor auiroema�i�Q�i��cv�&a�uaseo. OYher Major Components 1.Eaton FP-4S Freeze Pr ecteon Valve°` optional) in addition Yo a6ove. 2.Motorizesf Check Vahre•Honeywell if furtt+?�'enforr�naiioa�6��equired ynu en�y contact the F�ori a Solar Ene�Cee�te�a4�h�ahov�adei��ss. s � . . ���� ����� � ����� ������ Q��� � VARIOUS QUA(YrITI�S AP1D SIZES � - . VAR�US Ql9t4PfTfYfES ABdD 31ZES F� RQOF C.OLJ.�GTOR OU P�NE3Ri1'i9�3V TL.Ei ;'� R /�ND Fl-ASHlA!(3 �OF�TRA740N , Af�1D FL6aSp�qft10 ,;(�� I (S�DETAI��El.� r: � e�' � I C ry I �u f I t J .�\' �� 't�� \� / � �•' ��.. (13 SEINSOR \ WIR� \ I _ CH6SE \ � � ��� '9'�f�m�YA�GC � PZ68�3�ET�.S \ j SOL ~ � (i01 � � � ���E . � � R�vwv l T sotak t2a vnc i � � ca� ; t B� S9JPWLY � l �� r1d ,ri C��_r_a,rr�plgqB.�T ��R�F�F�� !y. �.� N 4� �EE7'kB� / 1 �yz� i ' 7� � GO�IPOA9�iYlY Y.EI'v�i�D I iiOT' 3} y / f I OUT � �; � PP�ASI pE�Cd8U6�4AOlN �------ � RI�o �� '�~~~ --� j 1 SOl.AH3STORAGE/VitpTERHEATER � COID � `—" -`�~ �� I 3 D�FEREAlTIALT�Ap COIdTRQL �'"' I � 3,1B TEOdPERA7URE6EN80R(6) TEPAAPEtaA'f{JR� � REUE�F V� I !1,1 QSTAT I 4 4ECTRICAL ` 8 7�9G j 5 OATE"SHUiOFP°VdLVE � � e° �REE2EPR01'ECY��N VALVE '• I 1 I 7 CIRCLiLATlRtd PlA!P , I I 1 8,43 03�ATI7Tt BALL VALVE(S) ' �l(Slf'E�d i s,am �w.�raoan��s� ������ � 9D F�RESSURER�LIEFVALVE 3 � 72 APlT�TH¢RMIOSIPHON VAL1/E � `'� ir ,aoa veear ' 99 �t.+.�cr�?is� ' � O�'T{OMAL 17EA9 . h a . . �!�LI#�CO��EGTS�R �c�R7uE� �r�o.B.��Y� G�Y�'�'IFiC:Fc"['�Q!!3 J�!!i�}�kd�"e�i�C.� SUPPL.(�R: .�l1P".��+t�lEua���'r�t�w¢�a�e� 11� 8�9 Ertee�t d�ov�Coatr2 C'�treea�Cove Sprte�gs,EL 32�83 USA �G-t�0 f���TflED n�oa��.: ���ma��n��y,��� � CdIIEC'i'(2 'tYPE: �e�F9�4-Pia4e ro SE3�CQGal00 CERTlFlCA OP�' �b02QD9� • • P]rtglnaf Csrtl ' 7t Da@�; 22-hlOV-02 G�9_t_�CTipil�7Q#iERMA�� Qa�A1��9�3't�� �- K�Rrn+�taid-l�aaee�8aee 96eraN�a b 'PE�m����'B'8A�e�1P`�eu�e�v�ay a'G�,T�G€AP.b" t:��,PpR 1�1�,�}�Y G0.{}4tDY 'Y'�CiORY G�F�B� flt�tLDCY CZOlJDY � q't6-'��i � d3,�4'Y' CE.dJLBDY DAY A (i3-Yaj �R{V Cfl.041�V Cl�qY ,��.s kwn�i ����nnm� �s.a k�nm� �aaw i (9�a e�� 49 aaa��,r e�'`�al�}�� m2,c� m2.t� } @�.day) 3�.dsy} �.day} �+� �-�`�y .,. f�.� 41.5 '7.6 (;9°�) 59.9� 39,2 2�i.6 E� ��"a;� 1:�� 9 0.1 �.�4 � �°E} 47.2 34.5 21.9 � �2t�°C� ,1.� 7.9 4.3 3$° 39.6 2i.1 14.8 �] �:iC�"G:j P.t7 3.fi 0.9 D �U°F 23.7 926 2.9 � ��r���c, ... :�,� a.a o.n � (9�°� �a 1.� �.+� �l-raor oi�a2img(vuame,cam�t�)�-P000 Fre�t6ig(c�o�c��maYe)C-1fl�esr Heaatrt�(Vil'acrai crmaa�)Q9-wa9sr He�ting(coot Glimai�)�»Ata' nd�tontrtg �m�CTQ13 3�CIFYCD�'fW%9RR9� f3nmsc Avea: 9.6g8 m2 39.78 fi2 ft��4��ne�;�z�e:3.�mx37.47 Ra �s�y v�t�� �.�k,� ��.m� �a�m a:e��,: s., ►�¢er ,.��,�� T�4 Pres.�aare: 1�0.9_t�'a t so.psig G�WEC70R M�TERt�S �v�aae��v+mg� Fvame: Anp�fized Aluminum pr�yy ep C�e�{O�aBe�p: low tron Ternperea9 Gl�ss eo99l� ��mc �� d�n�a2� cover{terraer}: tJoe�e . Ab�sorber Meteeiat: Tube-Copper! Qaa�n�BaG��c Si�Re» Poiyisacysrseraee P�te-Copper Abs¢�eF�er Gaadng: Seledive Cquating IanseeP�9�Hac&: Polyisocyanurat� 7E¢�#BIl�A�F�1iFORMAYtO�i Elflt�r�ey fEtsuetlo�(NQl`�:�ase�d+�eo gvass aeea�mnt9(P}='�E- a� '�Ifi93g�E�Y �L�� S�UntPs: t�=0.6�9 �+J'.3960� (Pj�l -t).o9 (P}2t� Q-7� -�.s'i o Wlca��,°C !P Unit�: �-0.691 -0.59821 (P}It -0.08 g3 (P)211 �.7Q6 ..0.8�.5 HRulht.!4�.°F tr��aent ar�t�Maa�r�dsp�7�o�-x,�-<e�s�� Yes$Fiui�9: V►Pater KTa=t -0.194 (S) -b.006 S� 2 4Cm=9 -0.20 (S) �inear Fft T lFtow Bi�te: 20.9 ml/�.m m.0288 gprtUfl2 REtVtdtRK�: Aprli»201 CeRiflcadan must be renewed annual y,For�rrent emtua corda�4: SOLAR RATING @�CERTIFIC ON CaRPORAl70N 400 N1gh Faint D�ive,Sutte 400 e Cocos,�lortda 8 0{32i}�i 3-603T o Fatt{32f}8�1-8910 a 2010 FBC wind calculations�M1/� ASCE 7 10 Z010 FBC PGS OF 1�PG5,��� AIlen Geze!man, LEED�.P, CSI-CDT These calcs accompany my standard FL PE 59180 plans which bear raised seals.Therefore, 16502 Hanna Rd these calcs are deemed to be covered Lutz, FL 33549 by the seal borne by the base plan. Phone 813 909 1956 Those needing a separate sealed document E-mail allenC��ezelmanoe.com are requested to contact me directly. Website www.�ezelmanpe.com Ca(cs for differing eonditions available up n request Calculated per Eqn 30.3-1 w/ASCE 7-1.0 tabular valu s&2010 FBC Eqn.16-32 STAY OUT OF PZ3 OR�ET SITE SPECIFIC E GPiVEERIIVG Risk Category IIf Vult 150, Exposure B cafculat d wind pressures are uplift, negative, PSF slope <=2:12 >2:12 <�6:12 >6:12 <=12:12 mean hgt Pasd{1) Pasd{2) Pasd(1) Pasd(2) Pasd(1) Pasd(2) <20' 20.6 37 18.5 35 20.6 24.7 <25' 20.6 37 18.5 35 20.6 24.7 <�n� 2.�.5 3? �_R,5 35 ?n F �a� Risk Category II,Vult 150, Exposure C calculat d wind pressures are uplif�, negative, PSF slope <=2:12 >2:12<=6:�2 >6:12 <=1Z:12 mean hgt Pasd(1) Pasd(2) Pasd(1� Pasd(2) Pasd{�.) Pasd(2) <20' 26.4 47.6 23.8 4 .9 26.4 31_7 <25' 27.6 49.7 24.9 4 .9 27.6 33.1 <30' 28.8 51.8 25.9 4 .9 28.8 3�.5 � Risk Category I!,Vult 150, Exposure D calculat d wind pressures are uplift, negative, PSF slope <�2:12 >2:�.2<=6:12 >6:12<�12:12 mean hgt Pasd{1) Pasd{2) Pasd(1) Pasd(2} Pasd(1) Pasd(2) <20' 31.7 57.1 28.6 5 .� 31.7 35.�, <25' 32.9 59.2 29.6 5 .4 32.9 39.5 <30' 34.1 61.3 30.7 5 .9 34.1 40.9 y9Qaq�a.`c o�r:i;a.s,� .+� `,�� t�:� ;, �s,, ' .n -..il.,, 'r, m"� ` ° S ro;• f Y- ���, �;• �. N o 5 91 t3 �. ':� ��r ",. ���� � 1�^�`--�.A�A. :�-�% �Q� srar� ,�F� .=,;r� �e�.C`�'�� O �1 e�.�Q'°=��4`: U'� ��" a ��`os }��N f�+_,�� 4°�a� * ��P�tL'RpG�:4C�'•'}G\ �.�i_ _. ttr��-._R,• ir_-?_�;_T.ry'' �—,��'F';� �J`yW,��y. ::�i(.1�.� ..,.�,��,µ-aS..T'.':a_::'.i _ ' ., . ' �� '�'Mi���`' ,,�'g',`L",,,.'�.i�':4�' .'� - `_;kr.�,; ,�`�:`''_i�'�,i..�c"���.`:. ��~ c� }v.''S,`�r:;�.,� >: �,.,.�'.";:in�:»i°s .a�E�kay,� " ,��u"tt>_;,�i'��S,.:c':: �_s'F.';. _ _- ':, �...+.. 'S. � fK��� ,} y,;�t���� .r�r'��.�:4',; `':;r";u:?i'n:�:"".i�;�E'��s"' i=�� � ,� ��°����_<;�;,-r.;;- , - -,;y"�,-„'.,"�'�� ; ,��r,. •��,`�;�s�e x�..e.:,��:� _,'���vye��:^�:;��';::�.?�;�. •�', �s:'��+�,�'`� - = ? - ,�:i�� ' _ '�:r�:' ' zne;.�,'�..-',_.,�,:.A: � � i}��`*#„' �c4> fi" - '�'��`.,., c_ � : r����y`W "i.=, ��3t`,:� �'�'-�'.� : .'.,_a :� '.�`� *'i:'�_ ^"✓tt,£y��•i,S� � ,3, ��._,�.+,.�'�r, _.— - . _._. Y �,�.t,;*- ' ... � e��:s�r�n� � i '� }. �. Ay, ��,�r.n�;��` �■x }.-.,' �(p �j {��° / �yfd. �,�ti�l',n'�:�':u''-� _:°ix_*� '' � -�,»��y�rr_�::� .,4-' !�?:g�R'a����f4����i d�����L����4�� WRn�M .�2;����3f�S=y"� i�.� ��..,' Y '�M y,-ItE,. -_.].�t�l. .{,"�,{�i %i� ' - ".-�. _ �. . :°C�" �:....,.,;I`�.•vy:, ,.t;� �'KA :: a��;~.'�`{..;�, . „'�s• .-:�t ';5'.a '��,���,,, ,,.�F"�� �^.M1. _ ' ., - - xF,>.'-"�.;y� ��c,�r..y�'�y.'xesi:� .f.. y,.�,�'� .v �a �`Y'-1 ' _ � ' 'R;��,n.��.:�.r*„� {e.....^�4� .1..�..r±s ___ _a_`-1.-�'^�--°-�-•.'°''.'--t��c`._ _ _ "5""''t+'-`f',..''�,y,�1:S� +�y':''r`.qT i'� , .:� . .� . ..,- : .. �. . ;,, - .rr:._. - -... - � ,x:-.�. � ,.. .. . . . _ ,-_ - ' ' ' - _ . ..._..:.... - r:.... . __,^.-= . _,z:,..:_. .... . .::.>: ...�:t d3�7 � __""_ _ ' .if,"^ y:y'::_ +�'x` ..� � . .. ' . __._". __ ' ._— � " _ " ��ae__ Clazing: AE-Series Col lect�r°s ,�������P �����o , Low-Iron terr�pered glass, exclusively v�tth �xClu�ive - �e6ective "CryStaO Cle�a�91 Oi7�@�� f�anufactured by Ther;nafin"" WIPg., ' using our"Hlgh T" tempered glass, a 100% copper abso�ber plate, with a total solar energy transmfsslon the f[n and the rfser tube are of 90%. molecularly bonded by high- frequency forg� welding. �ol0ector Frame ar.d �atte�s: Type 6063 T6 extruded aluminum ������������a��a frame anci battens wlth electrostatic �xcluslvely by ThermaflnT"' Mfg., bronze plate flnish #hat facil(tates � Selectiee"Crystal Clear" Coating. long Iffe and strength. a= 0,96 e= 0.08 EnsuOationo t;�� -��:�_:x, �����t���rr�ev����> Poiylsocyanurate foam board ;z��� t>°�-� A 11V durable EPDf+�, C!-channel lnsulat�on. Foll-face�, glass �ber- �":�:� � x __ _ gasket with motded corners which sheathing�(1-1/4" in the bed J 3/4" ,;:��;. _ assures long IIPe. Extr�Jded Sili�one �i'�=�� �romme� with i-i/8" Bore. in the sldewalls). ;,�^;;, ��r�a�� I�a��l���o �������� ��������' Ae�hitectural aluminurn angles The variable"Quick Lock" mounting Inside wlth alrcraft-grade p[n hardware reduces mounting time grlp rlve�s to ensure F;Igh and makes it simple for anyone to sCablllpy. Install. The Quick L�ek System allows . -- t e highesC Flexib{lifjr in mounting an � - ' -° �° . . � , . �- ���g�����a Is tested to allowable loads oF 51 PSF. - - ---- 5056 Aluonlnurn rivets secure Mountfng possibllitfes Inc{ude• Pitched �4����`'�� A�"�? ( A�°�4 p�`�� ,4��-��s 1 ��-3� �E'4� rooP Flat roof GrQUnd Balcon and ������ ��n� ��.,i�� � 9�.1�7 �7.�.8� ��.�.�7 '�7���� ���,��� �he backsh�e�. �akten screvds � , , Y� _. - are 1�-� SS, 10-24 x :i/�", hex Facade mounting. V�l9�t�i €!�� � 3�01#�7 ! ��.1�7 ,�i�.l�a 47.i87 �f.�.�7 ( E�7.1�7 h��d screws, artd black oxide �Eei�l7t �iri� 3.].37 � �.1�� �.13� 3,�,3,� 3���7 ( 3.137 coated, Design 9.ege: 30 't�ars Gr�ss �1r�� �ft�� ��.� � ��a� ��.3 _�-2`l,� 3�..8 f 99.7 Vlfarranty: 10 Years Plu�� ���aci��+ (g�l�� a,��Q O,�F� � p_�0 4;3G 1.4� f 1.?? C��69s�h���o Ytforking [�w�s��s�: 165 PS% �ryr W�l�tik�l�?�j �� �� �� �� ��� ��, 7ype 31�5-Fi14, 0.019" stuc�o �lova 9�ate; 0,5 ko 1.8 GPM embossed aluminum �heet (bronze) (recomrnended) pop-Pive�ed to aluminam frame. __ _ -- - --- ..___--- ..��. __..__._. . _-_ - - - - --- - - - - - ..,__ - -- -- = - -- - - - --� -- - -- -- _ _ - - - - � --- - - - _ - - - -`g°� - - - -- - . ,. a. _...._,'r�':.. -.�-��:.P°' .__. ` ' ._'__ " ._"_ ___ __ "_ -_ _ Sy h�"- -_- ° _ -- _ -_-'� ''A^-�`4s. "� ,� ___ �_ __ �r ... .-,� . . . . '... ._- .�.ls �. �,,.-_" _ . .. _. . , a. ... •q, ,.....—. _ .. .. _ __ _ _ y�_'ve� �v.�=.m..°.��..1 —�__�Q�`R:ita� ��`�y'3 �. .�.r..-.. . .. ' . .- _ . 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''�T� ,�,', -=%��.'��<�5t;:>2;- _ _ _ _ ����..:;:�`..�:--- ---— - CODE APPROVAL� ��������� ���������� AE-Series Collect�rs have been designed and constructed to meet major applicabl� ����°�°�� ��'����P`� ���°��� nationwide cod�s, inclading the followrenqa �ack Moun� �s�sn �9��t �taradard �ount ', Syst�rn Syst�� �yst�rn Solar Rating and �ertification Carporatiorg . SRCC Standard l00 - Test Metlrods and MiRimurn Sfandards for Certifying Solar � Co!lectors (.45H�A�S�d 93-1985} � �,�\;�� '% f;�' . �.�;���.` �j�-=! .= �� ..,��. . // �```�".\! /�/,,,.:. �\�\�� !/ ,., , / Flarida Solar Energy Center - Test � � ���\ �,�' �������., .�, '� Methods and Nli.nimum Standards � ;� ~�. �"' �%�r'' � ��`�1�%"���. ,-..,, . � i�;� �--� for Solar Collectors ��m�� �� •:._ �, ,1��� c�,,;. ��� (ASHRAE Std 9:�-.i 986) � �� _ �� „�.y R�� FM � tJ� ��'� Miarni Testing Lab�ratory �- �l t�.. Wind Load Test(AS7'M E 3.300) ��S'1 ��_�� �%�r�� �� Certification iVo. 54-2028.01 r`' �° Tilt Mounp ���� � f \�, / �a ` International Association of Plumbing Assembly m �' � Ntechanica! O�ciaf (IAPMO) ���� � Uniform Solar Et;ergy Code (L15�C) 9.° Alumin�en� � `���R Fil� l�o. S-�'03� S�ua��T��� �'`��1r (s�PUt} � �rsa��� �A � �0'@$R�'B'�����1'��� `��5�&d'�� �� Inst�@1a�6�n � �. e . 5id�!/u�w � Bodycote Mafi�rials T'esteng Cana�ia lnc. °� - Report IVO. 02-09-fl5�3 a ��. TIJV �dyern SacE��n e.V, (DTfl1 �757) ���"� ��efusiv� "Quick Lock" mounto�g systems allow for virtu�lly any coUector m:•i�n�ation RepOrt No. 286U0399 ar�d rn�u�ting, Coll�ctors can �e rr�c�unted t� �ny Poof, v�r�ical wall, f�scia boar�s, pr�- eonstruete� �elcs o� groun� rnount syst�ms. T��fr�e�t�wall and rrtounfi h�u� b�en e�rtified �undesforsChungs - und Prufzen�rum ,4rsenal t� withs�and al�owable loads of 51 P�F. The�ram�w�ll well aceept fhe rv�ounts anywP�ere ONORM M 7714 - Order'No. 1�14 015 around th� co[lector without drilling or tapping, so th� integri�y of th� framewail is not violated. The rear st�uks can be cut to ar+y I�n�tfo aiEc�wira� prQper elevation and orientation. - - -• - - - - - --- -- --- _ --- - -� - - - - - - - --- _�„�—. �-- --- - ------ - _ ---- - - - --.,-�,�.: - - - � --- - -- - - - - __ .�- ___ _ _... : _ --- - -- - - __ - -- f --- - - _'` _ - --- - - - -- - : - --== - -- _ -- - - - ��, --��= -•-�= . . _ ,..._. --�_: - �.� • - - - - _ , -. . - - s .. ._. r... -__.�:��. _ _____ --- �=��.`m� .-,;s<,�_�_�...,a.��-A :—_•:,--L:-_..,_=.. _ -„�_��-„�._�.-:-="�:�-;�-.�, -- _ , , _ _ - ,-..,----;�,�._;. . - - - - �----m -<_�.,_--__ - -- .�.:__ ��>v. - = �,. - _. __.. - _ - - - -- --- - -- - � .��w ; .. - __ -, " _ - - - �,._ �. �,,,.,.:�� - . ._ - ��;�3.. <t� _ �..���-�-. - - ;—°��-- - - - . -� - - ___ .- — - -- . 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', �,; -;''v+;�a m �����e��������@��a�� "'� hr'� �' �' .J.�;'';�`�' From sto�age sensor maunYin�stud to top of tanR. � - ,�"`' :`?��� �����;�i Does noe inc9ude sensoa�. ;>:�:':'' � =�:',;�;F;�.,�• ''i;;�'i`a'E: ,, ,;:*` 'y:t=k��"�?' o �at�P�l9@1B@�tC�0�B9� i:?:;c.-�, "�i"��,,{�+� tC� �._ts;..�.s:,,- ' -. .�i:','•:?r7i:�::��-�' t� i - . t:�� . ,.L`c:.'"F:e�: •'�;i� F�.xix:�:.:_:;' 7 t,., �..._.:'g!3�v:i�, i Accessible fe�arai fotar facCory-instaEled 3/4"die9ecttic nip 9es�ocated on to� 5�;:�: ;: _ ;,, ,• -j`;.,-a;�,,(, oftae�ec. if'�;��:` �. ,��:�';z,-:��r�����i ;•;,�.:� � ;�,,�'t_ ,<<:�;�;f,�y% i;�" �c4°:s�•'.:_i.. 450�����,���e�e�[��r�reen��s�¢��,�t��ra��a� e��s��� �';;;._ �,�°'�r';:'<.,rr.�:�...:��. o +��;�s; i i,s�?if�:.k.,:i`:y., I���?s�.`?'' .I.' �.'''--v�iyi71:-�i YSwiE. _ WP�ere�back�up syst�rpo is desired. �:;;;.;:z , . .;.i;':,s:�s.,�;:r;�;^�;; I�5;;; . :'. 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Starage ta�k(s)shall 6e Amerlean°Mod� as manufactur hyAm�rl�n 1Na[er HemYr�e Company.Storage tanlc(s}shaY Piave a nominai sto�age capacity of ga8ons,recavery a! GPH at 'F�emperel re rise and wpplied with auxiliary heating elements rated at 4.5 KW, vait Storage;�nk(s)a�e hydrosWttc t2sied at300 P51 ha�rg a urorking prc�ssure d 15C FSI n�sSwD h;v�a Fusrd�ramlc Shield fr.temaB�yl�r.ed tar�:appped under p;e;:;ura and fired at 1600'F atlawiag tor max�mum protectlon.Storaye tank(sy shaG be eqwp d wlth an ap¢rovQd pressuce ahd temgzeta4ur¢relie7va9ve.'91ie autrrr jadcet[ng ShaIP have a baked ernmd fiefsh.The Wnk shaU be foam insulated wlth an EP/�approved,h n{FC materla�2°dn t4�6ckness.Stnrage�nhls}�ap Qeave a fryear Olteelted wavranty agalnst corroslon as audlned In the ewh[en wrarranry, d�isgp6&�a� ���yo C�8e�r9��Entry�ua�i�s [�v��iaa¢@��e'mae��ro�5uppoor� P.O.�ox�+056,5�0 Princeton R�xacO P.�.�ox 15�7,500 Pr�s�ceton Roa�B Johnsah City,TN 37602-4�56 Jahns�n City,T� 37605-7597 (S00)937-103q (E340)9�•9515 (�4Q)581-72�4$�x ' (8�30),�9-52�Ofax Paasroz a3o� Ctopmuftlds�vmkrmj'herep�¢edptrpwNUMBamp(mraw6y'ra➢mrnKrkrtrmdcmomlw�lal5e�dtrq��p.mJ ��2edY�Dkfmuutmnslmrgerto��D+trnt+���m�9M1woAm�anH9[eNraferfnr�rny - •. -�1:'����,ti KSBZ. 70869 Commercial Storage Tank nd Booster Water Heaters Paqe Bottom �omrnerr_ia� Storage l'ank nd Booster 1Mater �lea�er-s See General Information for Commercial Stora e Tank and Boost r Water Heaters AMERICAN WATER HEATER CO E70869 1100 E FAIRVIEW AVE JOHNSON CITY, TN 37601 USA Commercial electric storage tank water heaters, Models *STCE*-5 , -80, 119, *ITCE*-50, -80, -119 First * may be replaced by A (ASME vessel). Second * may be replaced with warranty period. Some models may also have Food Service E ui ment Sanitation ertification. Lt]�t V�i4t�iEu VI�� Gvvi V,�i'v�. Ouestions? Print this oaqe erms of Use Paqe Top �O z014 UL LLC When the UL Leaf Mark is on the product, orwhen the word "Environment" is inciuded in the UL Mark, please search the UL Environment database for additional information regarding this pr ducYs certification. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products b aring the UL Mark should be considered to be Certified and covered underUL's Follow-Up Service. Always look forthe Mark on he product. UL permits the reproduction of the material contained in the Onlin Certification Directory subject to the following conditions 1. TF1P. �IIIC�P Inf�rmat��n AS�PfT1hIIP.S� COf`SCfUCtIOf1S� nesi�ns, SystP �, an�i/��C:?rtiFic�t��ns (files) musr b? nrPSented in their entirety and in a non-misleadin9 manner, without any manipulatio of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must a pear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following rmat "cQ 2014 UL LLC". SCOPE OF WORK: DESIGNED PER: WIND LOAD: WIND: RISK CATEGORY II SOLAR SYSTEM COLLECTOR: APPLICABLE CODE: ICERTIFYTHATTRIs DESIGN& INSTALLATION OFA SOLAR WATER HEATING ASCE]-10 VOID W SHOUT RAISED OR ELECTRONIC SEAL.MAY NOT BE USED FOR PLANS ON FILE SYSTEM WTHA ROOF TOP COLLECTOR DESIGNED FOR 200 MPH EXPOSURE CATEGORY D MODEL AE-211AE-241hE-2BIAE-20/AE-3ZAE-0O! 2OSO FLORIGA BUILDIFE3 CODE EVERY PERMIT PULLED REQUIRES A SEALED ELECTRONIC PLAN OR.SEALED ORIGINAL SPECIFICATIONS MEETTHE MSC21/MSC-32/MSC-4015HC-21lSHC-32lSHC-0p PAPER COPY OF THIS PLAN REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. ALLEN GEZELMAN 16502 HANNA RD. The LeverEdge DOMESTIC HOT WATER IDHW)INSTALLATION NOTES: LUTZ,FLORIDA 33549 O GENERAL:THIS DRAWING ADD THE SPECIFICATIONS HEREON ESTABLISH THE MINIAIUM REQUIREMENTS FOR TRW SOLAR UNIT(THERMAL OR PV)WIND FORCES GENRAL NOTE: PH E13550724fi MEET ON RIJIL DINGS IN FLORIDA 60 FEET OR LESS IN FEEGHT A ND AT ROOF ANGLES FROM FLAT UP TO 45 DEGREES PEE SOLAR UNITS INSTALLED PER THIS PLAN SHALL NOT FORM PART OF THE BUI DI NG ENVELOPE LIKE A WINDOW,DAVE,SETLIAHT.OR 8IPV.SOLAR UNITS5 HALL BE MOUNTED ABOVE POOR 5LI FA R LB BIER VA NT( ALL E ERG RENTER AND BEAR ITSCER IN CAIS TION LABEL REQUITED TO LITTER EON THIS PLAN C FLORIDA ALE G-1—PP PE TOM THIS EWITPARTIC HAARLO INSTALLATION COWNDOC TOP T.OF The LeverEdge SURFACE SOLAR FTHEROOFCOVE MASSE INSTALLEDSTALLED PARALLEL TO HIS ROOF CONDENSER.THEREFORE,SOLAR UNITS THUS INSTALLED TONGS REQUIRE A PRESSURE RATING A5 p0 ENVELOPE CDMPQNENi55UfH AS WINDOWS,DOORS&SKYLIGHT. PLANE WITH PIOLO DOWNS FLUSH ON TOP OFTHELEPERSURFACEOFTHE ROOFCOVERINGORTIITED-UPTOACHIEVESSCLAR CHASSE IN TOE VAUNTED HOSOLARS REQUIREEENTS AND NEARMA LABEL ESSDON COLLECTORS LISTEDON THIS WITHPLANCOMPLY vwµGezelmanPEcom ALES REAMING THE A PAALLTS MOUNT AND MODEST CHAR EQ IF TILT UPNBWEER,THERTERSURFACE AND AND THE BATE OF WINITP THIS RESSRE T ECOLRS NNOSIG SRI ROOCRAISTS T iHCTERNAWINO THOSE REQUIREMENTS.FURTHER INFORMATION MAY BEACCESSED ON LINE TO BETTER SOLAR COLLECTION.FLUSH-MOUNT SHALL REQUIRE 4-ANCHORS'(3/B-INCH DIAMETER CRS, ROOF FRAMING FONAPARALLEL MOUPJTAND MODEST CHANGES IF TILT UP.HOWEVER,THE IJ7ERNALAND E%TEgNAL COMPONENTS OF WINO PRESSURE UCfOUPLE,EG.THE ROOF RESISTS TILE INTERNALV.'IND ° CORROSION RESISTANT STEED IN PZ-1&PZ-Z,EXPOSURES B,C,DIN ALL WIND ZONES UP TO PRE55URES AND THE SOLAR NNIT5 RESISTTHE EXTERNAL WINDPRESSURES.THE EXTERNALWIND FORCES ARETHEN TRANSFERRED TO THE ROOF FRAMING TH RU THE S OLARATTACH ME HARDWARE.WIND HTTP://WWW.FSEC.UCF.EDU/EN/INDUSTRY/TESTING/STCOLLECTORS/HOT_WATER_RATINGS/INDEX.HTM Rrl$ED OR ELEl:T;'tL)',C SE.�L—J W=S S AND INCLUDING 200 MPH. ANCHORS CAN EITHERBE,ATCONTRACTORS'CROICE,4-ANCHORS FORASINGIC CALCULATIONS LIPIK HERE:HTTP://WWW.GEZELMANPE.COMJGENERIC/3030FBC WINDCALCS.HTM `— ------- O Ez COLLECTOR-SEE 4I NCHORS FOR TEAS CRMITED ONLY WITH FOLLOWING APPROVED STIPULATIONS TIPUGTO TIE A)No INSTALLATIONS TALLERONS 2 O QIt OF PRE55UREZFIG 1;B2.TILT-LIP ASPECT MATTED RE EXCEP THE FOLLOWI FIGUR 2 C)CNS:AINOI LONG A HORIOUTSIDE SAR COLLECTOR Z ANDR DEGREE MA;B)UMTILT NGM,0)WIN RE-E%C40MP ANDLESSBEC ME4-AOLLECTORLTILTUPCOLLECONTAL NO PZ3 IN HVHZ ANDBD 1,17SG EATERT AN TILT MPHR QIIR Np ZCHORSPEPHLT-UPCSLECTOR 4-ANCHORSMTILTP LCOLLECTOR;Ff PZZ PZ2 p - WINDZONE5 GREATER THAN 1d0 MPH REQUIRE 6ANCHDRS PERTILT-UP COLLECTORAND MINIMUM TILT POLE WAIL 2Z j' U ROOF AZ OF THICKNESS OF 1/8TH-INCH.CONTRACTOR SHALL KEEP LAG BOLT LOADING TO UNDER 528 POUNDS OF UPLIFT.REFER TO 1 �� WIND LOAD CALCULATIONS ATHTTP://WWW.CADVICE.US/SW/WINDLOAPCALCULA,IONS.PDF BCLhR «KWHEN LA .AlL-THREAD RODSCAN HANpLETHELOADOF2 EACH,905FSOLAR COLLECTOR5INALL LOADI NGCASESONTHECHART.WHEN STRAYING INTO PZ2,INCREASE ANCHORS 50%ON THE PORTION OF THE COLLECTOR IN PZ2.ABSOLUTELY NOFrLTSTING TheL,—E3OR O Z•3 3 : P2 narj ^mac LSSI MTE RILeverEdge DHW24E)THTORSHNEE HSEMIAMITE THE I STALL INOW CASHOTLNT ANDUH RDPER,t5TM �P,$4379U - jx O 6HOIJT ,d' c=. E-330(MTL FILE HOMIER 95-12d91.EAR ENS INEEREMI HAS EVA LOS TEDTHE INSTALLATION COMPONENTS ANp HARDWARE .` Z S. �, yV S ' Gow CAERENFEB PEA VIOLD BYThe Lever Edge AS OEM INSTALLATION KITS ANTI FOUND THEM TO MEET THE REQUIREMENTS OF /� 9'• INTEL ORIDA BUILDING CODE CURRENTAS OF THE DATE OF THIS PLAN.THERE SHALL BE NO SUBSTITUTION OF OTHER �1 A Z DX:, VENDOR MATERIALS WITHOUT PRIORAPPROVALOEEAISENGINEERTHRUTheCOWIEdge. _ WZ -WINDPRESSURE ZONE ZONE SECTION A m ••'•. i p�' FRONT ELEVATION I THIS ENGINEER HAS DETERMINED WINDS E HOLD DOWN HARDWARE AND FASTENERS SUPPLIED BYThe Q� LeverEdge WILL WITHSTAND HURRICANE FORCE UP TOFI INCLUDING 200 MPfi 3-SECOND GUSTS THE ONLY TC_ L ••�r = TB S UEMOININOG HARIABLE DWARE.EGGING DROE LL THE LC FL HOBO MOTHSNSTOL E TION(AR NGLL HOAR THEM C? "°` 1°,.=,.a- � Ce.0 S TB�N SURFACEOEM COLLECTORS FORMIDSPAN AND AS CLOSE THERETO AS PERMITTED BY OEM HARDWAREI SHALL BE ALLOW ED IN E%POSURECATEGORYBAPJOC ROOF PENETRETON O � COLLECTOR OUTLET MOUNTING BRACKET Cpnlotl: AND IN BOTH PZI AND PEE AT MEAN fl00F HEIGHTS Of 60-FT OR LESS ANpWALL WIND ZONES TIIRU 2OO MPH 50 LONG AS AND FLASHING ` GO ROOF TE1RRE APPROVED RACKING cAdvwe IDt N. THE FOLLOWING CAUTIONARY RULES ARE OBSERVED.LAGS SHALL BE CORROSION RESISTANT STEEL,SIR INCH DIAMETER O TO MINIMUM OR DETECT.LAGS SHALLACHIEYE AT LEAST 3-INCHES OF THREAD EMREOMENT IN RAFTER OH BLOCKING. - 2 TWJ COLLECTORS MAY BE SYSTEM WI CHANNELNUT 3603 E Rene11' Q # MEASUREMENTS MUST BE CAREFULLY MADE AND PILOT HOLES SHALL BE DRILLED TO ENSURE HITTING UNDERLYING RAFTERS �`_ MOUNTED ON 1 25"ALUM.ANGLE EXIST G ROOF'— ✓ Ta ORTRUSSES ANSTO ATOID WORD SPITTING. ATTACHED TO BOTTOM FRAME gppROV RACKING 1"CIA.SPACER sO P„�`" IIN 9154 SPECIAT BE ASDURES SOUSE WHEN,IN THE(WIN)LER'SOPINION.SITTING THE CENTER OFTRUSSONRAFTER WEE(MIN) r WALL SPANNING BOTH COLLECTORS WI WATERPROOF SEALANT �_ FT. 694 yl• s. CANNOT BE ASSURED.EITHER USEA3/R INCH IMINI"1"WASHEOLT RS GIRD MINES/RAFTER OR HIT INCH EKING ON THE I I JO AND SINGLE SET OF OEM L) ), ALL THREAD ROD PLUS STANDARD FENDER&LOCK WASHERS AND NUT THRU MINIMUM 4"TOT"OHS"BLOCKING ON HARDWARE OEM HOLD DOWN. {/ UNDERSIDE OFTHE ROOF SHEETING.WHFRE MUMOF 1 FT ALO METHOD IS USED,INSTALLER SHALL A GENEROUS BEAD OF \ LAGGINOI POSITION OVER TRUSS do •• � CONSTRUCTION ADHESIVE FOR MINIMUM TEA F7 ALONG THE BEEF JOINTS OF THE ROOF TRUSS AND SHEETING ON EACH EXISTING ROOF TRUSS, O/B"LAG BOLT OR /' • TRUSS ON BOTH SIDES OF THE BLOCKING'SEE FIGURE 2 ON THIS SHEET. TOP CHORD J-BOLT(HOOKS TRUSS] j PLUMBING SHALL BE PER FIGURE 1.FLORIDA PLUMBING CODE SHALL BE ADHERED TO,PARTICULAR ATTENTION SHALL BE �� GIVEN TO PROTECTION AGAINST OVER-PRESSURE AND FREEZING-FEE FLORIDA MECHANICAL CODE,CHAPTER 14,AND PER NOTE T INSTALLATION IS OT ER VARIANTSPIOTO-VOITAIC UMPNNDIRECT,AD/C DRWS THE.BACR(D"HERS,AN LTHOUGHNOTOWEVER,ICALLHREARS ODL-LEUU'O HoRzcNrAAT TA TYP. SHINGLE, MET, FLAT TILE DETAIL. HEREON, ARE CO ERED BY THIS SEALED P,INOI - ANDNG DRAW-BALKI WHICH,ALTHOUGH NOTSPELION I NSY UCTIO VERTICALLY OR HCIWLONTALLY �+ HEREON,ARE COVERED BY THIS SEALED DRAWING-SO LONG AS INSTALLED PER The Lever EARS INSTALLATION INSTRUCTIONS. WATERPROOFING INSTALLER SHALL ADHERE TO REQUIREMENTS OF FBCCHAPTER 15(ROOFING)AND BEST PRACTICES OF THE MOLINPEG BRACKET(BEE DETAL BELOW)- E..ALE 1-'.2 c APPROVED RACKING BETA ROOFING&WATERPROOFING MANUALTO ENSURE THAT THE SOLAR INSTALLATION DOES NOT CAUSE ROOF LEAKS AT MOUNTS CAN BE ON SIDES OR COLLECTOR +\\ 1'DIA SPACER,LENGTH SYSTEM WJ CHANNEL NUT INITIAL INSTALLATION DEAR THTSSSTEM'DARN". ENDS OF COLLECTOR '� ADJUST FLUSH W/TOP OF TILE EXISTING MEMBRANE 1"CIA.SPACER,LENGTH MUECTIDNS:INSTALLERS,AUTHORITIES RAOIN:813 6 DICTION.OR OTHERS HAVING QUESTIONS OR DIFFERING CONDITIONS. \ ADJUST FLUSH WI TOP OF TILE MAY CONTACT THIS ENGINEER DIRECTLY-CELL:TOT ES117246,E-MAIL:ALLEN@GETELMANPECOER I APPROVED RACKING i"DIA SPACER ROOF INSTALLATION DIAGRAM �" WI WATERPROOF SEALANT �^I NOTICE TO AHJ,CONTRACTOR,OWNER,&OTHER INTERESTED PARTIES(DIP):THIS PLAN PROVIDES HR.,, RS EXIST.BARRELTILE I..L ENGINEER-SEALED DETAILS&SPECIFICATIONS FOR INSTALLATION OF BOTH AE&MORNINGSTAR CORPORATON(MSC)SOLAR s WHERE APPLICABLE �I - O EXISTING ROOF TRUSS, OEM HOLD D DOMESTIC HOT WATER SYSTEMS.AE&MSCARE MADE IN THE SAME PANTBYTHE SAME N,TANUFACTJRLR.WUILU THERE ARE FILL CAVITY UNDER TILE TOP CHORD LAGGING(POSITIDITION OVER 7RU5' SLIGHT PHYSICAL DIFFERENCES,THESE SYSTEMS ARE EQUIVALENT STRUCTURALLY,HYDRAULICALLY, qE DETAILS ARE WI EXPANSION CONST.FOAM 318"LAG BOLT OR SHOWN ON THIS PLAN SHEET,BECAUSE AE IS THE VOLUME LEADER.MSC DETAILS MAY BE VIEWED AT;http://AYWA TRBTOIOT.rom/ J-BOLT(HOOKS TRUSS) IL. " "" ALUM TUBE TYP. BARREL TILE ROOF MOUNTING DETAIL O . __ - ENGI --.:...- -. ALLTHREADROO FILLWJ1-PART ALL AFFIDAVITS DESIGNS, OPINIONS CALCULATIONS &OTHER ENGINEERING SERVICES PROVIDED BY ALLEN J BOLT OR LAG POURABLE WATERPROOF SHW COLLECTOR GEZELMAN PE AND HIS ASSOCIATES ON ANY AND ALL PROJECTS ARE SUBJECT TO THE PROVISIONS OF EJCDC C-700 CONSTRUCTION SEALANT APPLYIVE MED EXISTING ROOF MOUNTING BRACKET MOUNTING BRACKET ADHESIVE MEDIUM (ENGINEERS JOINT CONSTRUCTION DOCUMENT COMMITTEE - STANDARD GENERAL CONDITIONS OF THE BEAD BOTH SIDES OF DENT HOLD DONM. CONSTRUCTION CONTRACT)CURRENT AT THE TIME THOSE OBJECTING TO SAID EJCDC C-T00 OR PROVISIONS INTERFACE BETWEEN LAGGING(POSITION OVER TRUSS) THEREOF ARE DIRECTED NOT TO USE THE AFFIDAVIT,DESIGN,OPINION,CALCULATION OR OTHER ENGINEERING {jrJ.BOLT OCKINGOOKS TRUSSI tL ROOF SHEETING AND / BLOCKI14G(B ETWEENTRUSSES) O SERVICE OFFERED BY ALLEN GRZELMAN/C AND HIS ASSOCIATES ON THE PROJECT.EJCDC C-]DD MAYBE VIEWED AT TRUSS SEALANT f FOR WATERPROOFING HTTP IIGEZELMANPECOM/REFERENCEIAGIC-700 PCF ALUM TUBE 1 FOOT IN EACH 111 ALUM TUBE I DIRECTION STARTING I FROM'SPANNER TO •••""1•••--• O I WHICH COLLECTOR • _ L I I I L J MOUNT FDOT-PAD IS I PITCH?AN ALUM TUBE SECURED BY ALLTHREAD ROD. Q 4X4 BETWEEN TRUSSES .J IN CONTACT WI PLYWOOD I DIRECT"D"SYSTEM TOP.BEAN OF CONSTR ADHUTI THIS DRAWING SHOWS The LeverEdge ORSN PITCH PAN EXISTIHO ROOF TRU55, (DIRECT)SYSTEM AND THIS PARTICULAR SYSTEM'S PLUMBING.THERE AREE OTHER,SLIGHTLY DIFFERENT,The LeverEdge OHW SYSTEM TOP CHORD z ALL THRER LAG —VARIANTS WHICH ARE ALSO COVERED BETH S SEALED DRAWING THIS ISBEaU5ETHECRITICALEITMFNT-THECOLLEaOR(s)AND ROOF TILE ROOF CUT OUT RECTANGLE FOR PITCH PAN, JBDLT OR LAG NOTE-THERE SHALL BEAT LEAST4 HOLD-DOWN ATTACHMENTS FOR EACH SOLAR COLLECTOR ON A ROOF Z MOUNTING DETAILS REMAIN THESAMEWHETHER TN CONFIGUREDMBO WRH ETHER AN A/C OR PHOTO-VOLTAIC PUMP ORD/C CONTROLLED ELECTRIC PUMP CONSTRUCTION SEALANT AF_ ...:z'=I-a ALTERNATE,TILE ROOF MOUNTING DETAIL Rack Mount Flush Mount Standard Mount ,_-COLLECTOR SENSOR --ALA u System System System CO 2 ) FIGURE 2 oz p I S � SYSTEM: owwp SOLAR LOOP DRAIN ✓ \f ,� `< L,-14230 - r - EXPLANATORY INFORMATION RM \ � f I� `� L',,/ 1423 GUNN HIGHWAY g= so A SI0 VALVE ODESSA FL 33556 u+o¢ SOLAR LOOP OCTETir EXPANSION TANK EREC000 D VI N ATTAIN F THI HYP ER LINKS: PRINTVERS AND N PROVES MAGES NIMUM DVIEWI GTO 400%.NEEDEDBVUSE RS. FM (< � pOj L I DIFFERENTIAL CONTROL ELECTRONICVERSION(EV)PROVIDES MAGNIFIED VIEWING UP TO6400%.ER ALSO PROVIDES HVPERUNK ACCESS TO OEM MOTORIZED BALL VALVE MANUALS ABUNDANT ETHER SUPPLEMENTARY INFORMATION. I1 H �O5 ET L. EV MAY BE ACCESSED AT HTTP://WWW.GEZELMANPE,COM/GENERIC/A5.1.3.WH.10.PDF REV.03I2Ji2-TM Y N-¢E THERE ARE THREE PROPRIETARY RACK SYSTEMS APPROVED FOR USE WITH THIS PLAN.THESE MAYBE USED TO SUPPLEMENT MOUNTING BRACKETS Z 2w¢v°u HOT WATER.OUTLET . COLD WATER INLET ORTO REPLACE THE DETAILS SHOWN IN FIGURE SIN ALL REFER TO OEM INSTRUCTIONS FOR DETAILS/SYSTEM SEINS HINGE MOUNT 5 5 r;:II TLSHUT OFF VALVE so-_..N.� CLIP - {� USED.IN THE EVENT SEA CONFLICT BUT//ETA OEM INSTRURION5ANp THIS PLAN,OEM INSTRUCTIONS SHALL PREVAIL. w_ CL?z�r°. OEM MANUALS MAV BE ACCESSED ELECTRONICALLY USING THE FOLLOWING HYPERLINK5: OEM FURNISHED TASTENER PUBLISHED:C4rosn2]0255 P',1 I HTTP//W W W.ONISTRUT,COM/LITERATUBC INDEX PHP? =a 0; BACKUP ELECTRIC ELEMENT I .I $ II( I HT P.//WWW.IRONRIDGE COM/FILES/XRS/IRONRIDGE Xeo[2NR L&YSTEM PUF r�� HTTP://'VWW.UNIRAC.COM/PDF 11227 PDF 3/B"-16 FINISHED —w ; DIPTUeE :L I� I. LEVVEND / HEX NUT LD > 0 I ( ! BOLATKIN VALVE(CPNONAU. STRUCTURAL LOADING: THIS IS A SINGLE 114"-20 X 1/Z'HEX SHEET PLAN Z a�Q,a, STORAGE TANK I „L (_; I TA W.SLPTi.Y BFRlT CFA THIS PLAN WAS ENGINEERED FOR THE ENTIRE STATE OF FLORIDA INCLUDING HVHZ. CAP SCREW -66zt I..:'.11 II II):. 1 806,M LOOP LIRAN(OPRNNAU THE SOLAR EQUIPMENT REPRESENTED ON THIS PLAN IMPOSES A POSITIVE LOAD UPON THE ROOF STRUCTURE OF LESS IRAN 1x1x0O72" I ':.1 111. i F{�PRD�DI6 VALVE(OPTIONAU 4 PSF.MV UPLIFT PRESSURE[ALTATIN5 MAY BE VIEW'EU AT: - TE#f'9i4 HTTP://W'WW.GEZEIMANPECCM/GENERIC/201UFBCCU O WIfJOCALC5.HTM ALUMINUM 31B"16X4"HEX SHEET NAME: 55`✓', J� SQUARE TUBE CAP SCREW T T �Ov,y,,, TANKGEN50 Jh_J • PF .EF��VALVE QUESTIONS REGARDING ROOF P R ESSLIRE DUNES AHE REFER RED TO THE ASCE LB DIAGRAM FOUND ON PAGE ST/THE ABOVE 9 PERMIT SET r"v,a AA NT ET IOPTICNALI UNIRAC HYPERLINK. N>o U u{.: S-. MOTOF�BALL VALVE CAP O X 1-314"HEX o'N82EI EMIT ICEFC/DC CA.F SCREW DRAWN:SB CHECKED AG QLO>0 5 L'-� TANK DRAIN E7LPAI 6 TAN((C1PIgNAU SHEET NO- W d a3 FI,GURE 1 TRIANGULARh10UNTIIJG ol� D3 FIGURE 3 TILT KIT- DECK ANCHOR BRACKET oz FIGURE 2 A. 1r3_1O